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HomeMy WebLinkAbout42941-Z %ofFO it Town of Southold 1/26/2021 0 P.O.Box 1179 W 53095 Main Rd o'jrjQ� �ao�jS� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41780 Date: 1/26/2021 THIS CERTIFIES that the building SHED Location of Property: 550 South Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.41-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/7/2018 pursuant to which Building Permit No. 42941 dated 8/14/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"accessory shed as applied for. The certificate is issued to Pawlik, Stephen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED A h e S ature j. �o�SUFFu�,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42941 Date: 8/14/2018 Permission is hereby granted to: Pawrlik, Stephen PO BOX 1611 Mattituck, NY 11952 v To: legalize "as built" accessory shed as applied for. Additional certification may be required. At premises located at: 550 South Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-11-11 Pursuant to application dated 8/7/2018 and approved by the Building Inspector. To expire on 2/13/2020. Fees: AS BUILT -ACCESSORY $430.40 CO -ACCESSORY BUILDING $50.00 Total: $480.40 Buig Inspector Form No.6 TOWN OF SOUTHOLD j BUILDING DEPARTMENT I TOWN MALL 765-1802 ' APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial buiading,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings And"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50-00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00,x° Date. �V 07 New Construction: Old or Pre-existing Building: ^� (check one) Location of Property: a VT Street Hamlet House No. - 1 Owner or Owners of Property: 'tqf� A w R Suffolk County Tax Map No 1000,Section Block I Lot Subdivision Filed Map. Lot: Permit No. I( ofi . � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: 'temporary Certificate Final Certificate. (check one) Fee Submitted:$ AAprtSignature SOOTyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION- [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]� SUL'ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL MCO b Av►%w [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [` ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O 7RKS: iKAI -J-4�KsL-, cV 64 4A� py-v DATE RA bj2V - INSPECTOR %a4wf I HITECT 1MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 wwwmksarchitcct.com December 07,2020 JAN 6 2020 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Pawlik property 550 South Drive Mattituck,New York Permit#42941 To whom it may concern, I have been on site during construction to review work for the aforementioned project. The foundation work,to the best of my knowledge,has been completed as per plans and meets or exceeds New York State Code. Please call this office with any questions you may have. Sincerely, a Mark Schwartz AIA Memhei American InsMut:of Aichstecture FIELD INSPECTION REPORT DATE COMMENTS . b FOUNDATION(IST) H -------------------------------------- 'FOUNDATION (2ND) Z CID ` O ROUGH FRAMING& � PLUMBING c H 1 INSULATION PER N.Y. STATE ENERGY CODE I ' FINAL ADDITIONAL COMMENTS Ll • o rn z ' d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 y' Planning Board approval FAX: (631) 765-9502 ;- Survey Southoldtownny.gov 'PERMIT`NO; - Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 1 f� Single&Separate -'' Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: �C� Zi Disapproved alc Phone: } • Expiration ,20 o CSC Q u' g n ector AUG ® 7 2Q98 PLICATION FOR BUILDING PERMIT B>�DIIlTG DEPT Date_Pb '� , 20 a �. INSTRUCTIONS TOS 04. SOUMOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,'accurate plot plan to scale. Fee according to schedule., b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,,and waterways' c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so ever until the Building Inspector issues atCertficate_of Occupancy. f-. Every-;building permit shall expire if the work authorized has not commenced within:-1'2,months after the date of issuance or has not'been completed within 18 months from such date. If no zoning'amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months..Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings;additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. - (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag (t, architect, e ineer, general contractor, electrician, plumber or builder Name of owner ofremises L) JFV✓(i I IL , p - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) - ' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done- , House Number Street Hamlet County Tax Map No. 1000 Section (O Block Lot '� °� Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre isds d intended..use and occupancy of oposed construction: a. Existing use and occupancy G b. Intended use and occupancy (;4A- ,E_ 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6:-,,If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions oexisting structures, if any: Front Rear Depth Height' Number of;,Stories Dimensions of same structure with alterations or ad1 .1ditions: Front ,. �:�,,���.;-Rear , Depth Height Number;bfi t �`sQ ,-=�_ 1 8. Dimensions of entire new construction: Front Rear Depth ... Height Number of Stories` 9. Size of lot: Fro "ea Depth nt • t 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated d` f 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premi�se 'IyV � , Address Phone No. 2 Name of Architect -Z i —Address, Phone No Name of Contractor '' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y * IF YES, SOUTHOL'D TOWN TRUSTEES &D.E.C. PERMITS MAY BE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. i 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with,respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S COUNTY OF L_ASC44 i& �i'I being duly sworn, deposes and says that(s)he is the applicant HA4 k (Name of individual signing contract)above named, (S)He is the /L, 4L (Contractor,Age t, Corpor e Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this i day of 20 ::, ; Notary Public ` `' a Signa ure of Applicant v Scott A. Russell , �0; Suff STt®]KIMAWATIE1[, SUPIER InSOR MANAGEMENT SOUTHOLD Towle HALL-P.O.sox 1179 t' 53095 Main Road-SOUTHOLD,NEW YORK 11991lb" A Town ®f Southold CFL4,PJ'L R 236 - ST®RM1VATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PRCUEC T INVOLVE ANY OF THE FO Lo14TING: (CHECK ALL.THAT AMY) Yes No ® A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. �j B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area_ ® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal _ erosion hazard area. i ® E. Site preparation within the one-hundred-year floodplain as depicted - on FIRM-leap cot any watercourse.. ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval .of a Stormwater Management Control Plan was received by the 'Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the.Applimt section below with your Name, Signature,Contact Information, Date & County Tag Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Starmwater Management Control Plan and a completed Check List]Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner;D .n Professtonal,Agent.Contractor,Otha) S'C r M' 1000 Date AeuruY NAME 3 Contact Informatimr FOR Bfl#LDNG DEPARTMENT it SE ONLY Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: - - — — — — — — — — — — — — — — n ®� Approved for processing Building Permit. t/ �( y� Stormwater Management Control Plan Not Required. 5 oa t L 1 — Stormwater Management Control Plan is Required MA-VT-,764— Li Womvard to Engineering Department for Review.? FORM # SMCP-TOS MAY 2014 Town Hall Annex 'ps,c rj� Telephone(631-1802 54375 Main Road o Fax(631)734-9502 R O.Box 1179 Southold, NY 11971-0959 .a- a41A BUILDING 1300MIMENT• [NOTICE OF UTILIZATION.OF TRUSS TY}PPIE PONSTRifCTCON, PRE-ENGINEERED woof) COMSTRUCTION AM1011-Td BER CORSTRUCTION Date: 044> Ir Owner._ Location of Property: ' ; O USC •`° Please taL,a notice that the(ciiecilkby ` ,; Itne): y<T New residential ucture . Addition to eAstipgresidential stiv ' Rehabilitation td ars%exi"ng_resideritat shuchire to be constructed or performed at tI'iie'WOO?' ;` above will tytiGze (check applicable line): Truss type cons#nictfbii-( Pre-engineered�wpdpa ' may'- -A , . -.r -- - • Timber construction(TC)" in the following location(s)(check applicable line): d - Floor taming, includitig;�i`rdi.pmagd: Roof min�{R) frar - _ . Floor and roofrig,(Fkj Signature: Name (pers©n.submttin@ this fpn��j: Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1112015 oF sovjy®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yO NTI,�� BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD Pawlik, Stephen PO BOX 1611 Mattituck, NY 11952 Re:1r)44 de photos of footings or have footings certified by a design professional 1 1WI747,4 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42941-Z As-built Shed 9y. �P • ti (A 0 N 0 y 9 1 h2 0 yon s -leG S ° �5 001, .e3 00. \ \\ r,0l Lit 11 E � 009 a AREA 1. 1083 ACRES moo A cep 00, IV o 11 CERTIFIED TO STEPHAN PAWLIK ;; 0 AR0 STEPHANIE MOORE01 h a3 ,1 a 0" SURVEY OF Prepared in accordance withthe minimum LOTS 4 THR U 9 INC L . standards for title survejs as established b) ItMAP OF' SHOREA CRSS It the L.1.A.L S. and approved and adopted FILED JAN. 3 1914 FILE NO . 41 for such use by The New York State Land rale Association, AT M ATTI TU C K MSTr �AN TOWN OF SOUTHOLD 9L SUFFOLK COUNTY , N. Y . / N.Y . S. LIC. NO. 49618 1000 - 106 - 11 - 11 �'�► �- SCALE I " = 40 ' PEC 0 , P.C. (516) OF APRIL 28 . 1989 P. 0. BOX MAIN ROAD SOUTHOLD , N.Y. 11971 86 - 409 ,q REVISIONS RETAIN STORM WATER RUNOFF Additiond PURSUANT TO CHAPTER 236 Certificction OF THE TOWN CODE. APPROVED AS NOTED May Be Required, DATE:��B.P. 9.41 ELECTRICAL FEE: � BY: INSPECTION REQUIRED 'NOTIFY BULDING DEPARTMENT AT . 765-1802 8 AMJO TO 4 PM FOR THE All exteriorlighting 'FOLLOWING�MPECTIONS: o installed,replaced or 1•-FOUNDATION - TWO REQUIRED o00 000 repaired 6 ll confortt': 'FOR POURED CONCRETE to Chapter 172 2. ROUGH = FRAMING &.PLUMBING L� 3. INSULATION cf the Town Code 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. F1 TT_T ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR ,',,, ♦♦♦ DESIGN OR CONSTRUCTION ERRORS. a a , ♦ a M c.y COMPLY WITH ALL CODES OF z Ln NEW YORK STATE & TOWN CODES "' Cj AS REQUIRED AND CONDITIONS OF a M f 77 1 ARD LEFT ELEVATION FRONT ELEVATION OCCUPANCY OR SCALE: 1/4" = 1' SCALE: 1/4" = 1' USE IS UNLAWFUL WITHOUT CERTIFICATE' OF OCCUPANCY o H d Q a r�i W V1 Q a Ow' a W Y O O w } w z ~ U M—� 0 O D C:) � Q REAR ELEVATION RIGHT ELEVATION ED AR�ti, SCALE: 1/4" = 1' SCALE: 1/4" = 1' ��� `,Scy� � DRAWN: MH/MS * �r` /. N SCALE: 1/4"=1'-0" (P JOB#: 9�F August 07,2018 op SHEET NUMBER: F N E� - 1 REVISIONS ------ A 24'-0" 12 ROOFING PER OWNER i ro� 2X10 2kSRRw/ 15# FELT UNDERLAYMENT -6'_ 7 -0 7'-0 117'-0„ -6`01� RIDGE @g8, 3/4" SHEATHINGo00 00 - - - - - - - - - - - - - - - - - - - - - - ..L r •----• ------ ----------------1 •----• •---=• — — — @ — — — O —_ —_---_ —_—_—_—_--__--_—_—__--__--_—_ +—_---_ ______ _ a---- --------------------- 2X8 CJ@48"OC CJ 48"OC I _J_0_E-------`--------J-O-L-^_----1 ---_---j_0 ------- ------------- •----• 6X6 PT POST •----• (2)3X10 11T GIRDER — — — � 18X18 PIER 1 T BELOW GRADE ' 1 (TYPICAL) 1 1 / \ 07 O O 1 O CD / \ ( N O LL1 O N ►7 °j 1D m T� ' \ 10C op 00 ` / 6X6 PT POST O \ / 1 18X18 PIER ` SIDING PER OWNER 3'BELOW GRADE y w/ UNDERLAYMENT - •--- (2)3X10 PT GIRDER .----,(TYPICAL) •--- m \ / O --i- r--------------- i- r-------T------ --- r^---------------1- r- \ 1/2T1 SHEATHING I -J-D_L----------------i t--------*-----^-J-O-L---------------J-O-L- �' 2X4 STUDWALL (TYP) L16' — — — — — — — _ _ i — — — — — — — — _ — _ - 3/4"" St1 LOOR ' 7'-0" ' 7'-0" 7'-011 1 3X8 PT FJ @16"OC 24' 0" 6X6 PT POST (2) 3X10 PT ; GIRDER ------ A O L L LL LL d FOUNDATION PLAN a SCALE: 1/4" = 1' o w 18X18 CONC. — - - — w Q PIER Q O cn a U zW o � Q ° � U O r24'-0" I I I I. �II I � FASIENERTVPE: SPACING j No 8 WOOD-SCREW II BASED NOiR WITH IB'OC Tn. MBEDM No. WOOdREVVS BASED ANCHOR WITH I8'OC 2In.EMBEDMENT LENGTH I `( f //�1• I II 1/Mn.db LAGSCRW lI II /•�� Ir/ 1 BASED ANCHOR WITH 16"OC I I Vv EMBEDMENT LENGTH - I _ I - I I - ' I ( I 1 ' - I.F.. - 3/9'APA%.YVJOOD O �Q O W O 5HCAIHING O 1 III / / I I I ( G/RADEPLYWOOD SHEATHING 1 ' �1 I • I �1 • I I �1 I N 00 N N //~ W (ALTERNATMVE.7/16"O.S.B.) 11 Li T ® 1/I"APA RATED SHEATHING I I I/ ® / i ' �� 5 / Z I 1 I I (AITERNATWAX:7/16'O.S.B.) 1 l I / 11 f I o D U FASTENER TYPE SPACING: I f I I / I / f I / f I I 1 O 1X STUDS- 2h Dr 2 TUDS No.B=OR 000.5CRlll(((!ccctAAA"'I t\ \ STUDS I Lr—IJ 2h EMBEDMENT WITH IB'DO WINDOW SBl Iln.EMBEDMENT lEN(itH I ' S I ^ I f / I I ••I i •I' TYPICAL WINDOW OPENING NP.low000-s«Ews f I I ' f o ~ BA.EMBEDWRWITH 12'OC I II I I ) II 1 ( I I I PANEL SPAN EQUAL OR SMALLER I�aEMBEomENTLENGrN I) I I 1 (2)2X6 HDR C (2)2X6 HDRj j C THAN 4 FEET r2E dN.IAGSLREw D ANCHOR WfiH MBFOMENTLENGTH - TYPICAL DOOR OPENING TW2636 TW2636 /1 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACPIG: h-�•1 AND EQUAL OR SMALLER I-2X4 DF#2ST1DS[ONNESTTFLCTED ,w„ g« 6'-0" 12'-0" 6'-0" G\�-�eREDq� TOGETHER WITH STAINLESS STFFL THAN 6 FEET OR GALWNQED BOLTS W/WASHERS Tin.EMBEDMENT LENGTH �L C ANO NIRS @ I'-0'O.C. No.10 WOOD-SC2EW5 V TYPICAL MULTIPLE OPENINGS BASED ANC4ORWITH 9"OC 2m EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 24'-0" 1/Mn.dla.lAGSCREW AND EQUAL OR SMALLER BasEO ANCHOR WRTH 1d'BE THAN 8 FEET IVP EMD.ENT LENGTH 7F sae, DRAWN: MH/MS ROOF :WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 100%RUPROVIDE GUTTER F,27H364 FT. N SCALE: 1/4"=I'-o" N * AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) w/ OWNSOUTS FLOOR P XJOB#: � WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16^ CONNECTED TO 6'X6'DRYWELL 223 39 Q� August 07,2018 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO (67 CU.FT.CAPACITY) SCALE: 1/4" — 1' AGF �(� SHEET NUMBER: COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL A 1 C`ISL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 1 V E V`� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTUP,E'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD BOTTOM PLATE e *6'463-m RIDGE LEDGER BATHTUB HEADER DOUBLE JOISTj SIDEWALL L..� RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP O 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / N THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT-71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC � M WALL STUD Ua m !'+ THROUGH-ROOF EXHAUST -4- VENTS VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR U Z w RIM BOARD VENTILATION CHANNEL U .�; ° °p RAFTER AS REQUIRED Z O o It SILL PLATE(S) U s RAFTERS MAINTAIN �� n I •, ,, •, •, VENTILATION WOOD JOIST ~ U m BLOCKING FOUNDATION - TOP PLATE 2x4 LEDGER BLOCKING � 2x4 SOFFIT JOIST 0 STAFFING TO BE ATTACHED TO WALL STUDS 048"OC ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER i THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS i� OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD i INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS " " CONNECT TO ON ALL OPENINGS / .i� 4 - 6RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'O" O.C. OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS ��� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TOEACH RAFTER ON ALL OPENINGS 2ND. FLOOR WALL i i C/] RAFTER \/ W I ^ WOOD JOIST F--� z C TOP PLATE GIRDER/HEADER � U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" O.C. O 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAF-ER TO PLATE THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 169a. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD I SILL GASKET GASKET i f r ' I CONC. ` TMD MPPRNC. FO NDATION C n 6MIL. POLY • - V� GRANULAR FILL 6MIL POLY ON EXTERIOR V ' - • V STEEL COLUMN I 1'p ' `� 1 A r i G °CONC. SLAB • I • •p ' •�.° ` ` ` %%k n ERE r v ANCHJR BOLT EMBEDMENT: // I( % G��J� D'l/Q r•° C A )'4 POURED CONCRETE: 7" C .p V COMPACT FILL .� • ` !G 1�EV1N BLOCK WALL: 15" % KEYWAY FOOTING ° V P • • C • p ^ • G r,•° C'p a ° CONC. FTC. —► •p Q•p o USE WITH 30 SQUARE WASHERS (USP .BP583) * �i I O W O S58 OR BP 583)ANCHOR BOLT CONNECTION a Q y p REINFORCING BAR FOUNDATION 5,8" DIA. ANCHOR BOLT DRAIN TILE • 17 • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING > SILL PLATE TO FOUNDATION 1 STORY 72" OC , ' ,�� * 0 Z CRAWL SPACE OR FOUNDATION 223 2 TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC EW `'OC' WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) FN WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC C ~� O (SLAB-ON-GRADE) I— O I r SUBFLOOR lQ CONC. SLAB 6X6 10/10 WWM GARADOOR FRAME COMPACT FILL I DOOR GE JOIST USE 2X8 STEEL BEAM /1 I ' FOR BLOCKOUT 4" SLAB P.T. PLATEI fI` W/ 6X6 WMM M SLOPE / 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT ``� < 1 • ° '7 1 2" (WITH A NAILING PLATE IF NEEDED) • ',p' d• ." • n• :• ••• . • TO BE APROX. 1/2" OR HIGHER THAN �S'p �° e •• STEEL BEAM TO ALLOW FOR SHRINKAGE GRAD • 4 Al^-'«-'-'�'�'- • • • r. iy : •° •Q °0 • • •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) iz" .' 6x6 W.W.M. a ; a -•— a r. ° C•.I ° ,• °o •p _ DRAWN: MH/MS O , MIN. °e.s° a. °° '� 11•p l!•° /!•' � •° ��� • ° ° + °'.. � SUBFLOOR SCALE: 1/4n=1-0n •• a REINFORCING BAR ° p• : .C • REINFORCING BAR DRAIN TILE �� �I s• JOIST JOB ! C s — 12" August 07,2018 '° :• • 11' �•��•° STEEL BEAM s PLATE (BOLTED TO BEAM) SHEET NUMBER: • a TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. GARAGE DOOR BLOCKOUT A-3 REVISIONS GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8 P• RAFTER TO 8'WALL d nails in the strap. BUILDING HEIGHT (SEE PLANS) :3-8d�OMMON EACH TOE-NAIL � 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8dCOMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-Sd_-OMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8dCOMMON JOIST State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES �O O� OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under construction means,methods,techniques.sequences,or procedures,or for safe the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NkIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 N q q P P P PP C DESIGNED FOR CAT.. ) M precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. EXPOSURE CATAGORY ( � specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL P P P P g P P g• 2-16d COMMO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w a ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE `'I m 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE m + 4-16d COMMO �" w INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE '� ova z "s or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE v .,_, Y STUD O.C. NAIL Sym.: O eo w attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Y FSMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. Z o 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 44 � w gyp P 16d COMMON SMOKE&CO2 DETECTORS _ such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD I NAIL ENERGY CALCULATIONS 2015 IECC G 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type It exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST,BAND 101ST, 2-16d COMMO FOOT SEE NOTE:1PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA.2 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO - 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 11 YES concrete or mason walls occurin in exterior or unheated interior areas. 4-8d COMMON masonry g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAILBLOCKING EACH TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD N O O 5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8dCMMEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Bd COMMON @ 6"O.C. SEE NOTES:13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 (BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. ) C/) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD W along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 F- 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL 0 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES Z JOIST ON LEDGER PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL //--�� Z N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOISC PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. i--1 0 the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO ~ 8 P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8.Drainage as per section R405 of N.Y.S.Residential Construction Code. U J g P P 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be usedFOOT SEE NOTE:1 . U 2-16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOFSHET 1 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. C/] 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL I NAIL O Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. U 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM 5d COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES NAIL NAIL openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 5 .All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 8d COMMO ) g g q duty g PLUMBING NOTES PANELS WFCM-SBC be used. w anchors where applicable to all connecting joists. 7/16"OSB 3"O.C.EDGE 6d COMMOpro 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Y Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD O 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. O W >_other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEET-ROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. � provide adequate bracing and plates to protect and secure the structure.Vera with the JOINT DESCRIPTION W 8).Dormers running up roof rafters are to be supported by double rafters on either side p q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. � Z where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. = Y 1"OR LESS 12"O.C.FIELD 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED Z) U under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q and to form an effective fire barrier between stories,and between a top story and the roof space. (J) requirements. Fireblockin shall be provided in wood-frame construction in the following locations. O 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFER2ED TO IF g P g � needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED 1N SCHEDULE NOTES ONLY. LL Q equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. �••L'( ERE D,�� 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, G EV IN C over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. a `SC' y�;A 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and _T 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces n ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. * J to have regular 1/2"sheetrock.All walls to be taped and finished. P P Y to be reduced tot-16d nail per foot. --i DRAWN: MH/MS lV 3).All electrical work to comply with 2014 NEC. N i SCALE: 1/4"=1'-0" 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of eA _ approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. 9� JOB#: torch down type material over. and R315 of IRC. 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2233 0 August 07,2018 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. Q EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. F N EW SHEET NUMBER: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) REMOVE AND ADD ADDITIONAL FILL AS NEEDED. AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFF 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' COVER TOP DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY A-4 TESTED BA PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.